HomeMy WebLinkAbout05050037-42.12�1
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STANDARD HYDRANT SETTING:
INSTALL HYDRANT 3' FROM
RIGHT -OF -WAY LINE OR AS
APPROVED BY WATER COMPANY.
SET TOP FLUSH WITH
FINISHED GRADE TO
BE MARKED "WATER
3 -PIECE ADJUSTABLE
VALVE BOX
SUPPORT VALVE BOX
WITH BRICK OR BLOCK
ON UNDISTURBED EARTH
VALVE FLANGED TO FITTINGS
GATE VALVE PER AWWA C500
TO OPEN COUNTER CLOCKWISE
A
1
2 3 4 5 6 7
1' -6" MIN. TO
2' -0" MAX.
4 a
9
d
e
UNDISTURBED
EARTH „C„
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 22 1/7
AND 11 1/4' BENDS
PLAN
STRAP IRON ANCHORS
2" WIDE x 1/2" THICK
12
0.6 x
GTH
13
NOT LESS THAN 0.75 x
LAYING LENGTH
000 LB. MIN. 2,000 LB. MIN.
)NCRETE CONCRETE
a
UNDISTURBED \ \�\
2,000 LB. MIN. CONCRETE-
UNDISTURBED EARTH—
5” DIA. WASHER, 1- THICK
3/4" x 18" ANCHOR BOLTS
(4 REQ'D)
DOWNWARD BEND
NOTE: ALL PRIVATE FIRE
HYDRANTS TO BE PAINTED RED.
BREAK AWAY HYDRANT
THREADS TO MATCH LOCAL
FIRE DEPARTMENT EQUIPMENT
PUMPER CONNECTION TO
FACE TOWARD PAVEMENT
FINISHED GRADE
%\\// \ \'11'
\ \ \\ "
6 NOMINAL BARREL MIN.
1 CU YD. LOOSE STONE OR GRAVEL
FOR DRAINAGE. (6" ABOVE PORTS)
DO NOT USE CRUSHED LIMESTONE.
CONCRETE THRUST BLOCK NOT TO
COVER JOINTS OR DRIP HOLE
REQUIRED ON 10" AND LARGER MAINS.
O
O O
N
a a Q
DI ANCHORING COUPLING NOTE:
PROVIDE FIRE HYDRANTS WITH TWO (2)
CONCRETE THRUST BLOCK 2 1/2—INCH AND ONE (1) 4 1/2—INCH DIAMETER
ON UNDISTURBED EARTH OUTLETS. ALL OUTLETS WILL HAVE NATIONAL
STANDARD THREADS.
HYDRANT DETAIL o4
NOT TO SCALE C7.2
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www.civil- designs.com
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EARTH
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 90'
AND 45' BENDS
PLAN
4" MIN.
2 3" MIN.
\\ 1
2,000 LB. MIN.
CONCRETE 4
OPIPE O.D.
MIN. a
\ UNDISTURBED
EARTH 6" MIN.
OUTSIDE FACE AREA NOT LESS
THAN VALUES GIVEN IN TABLE.
SECTION "C -C"
14
5
0
12" +, '
„c„ 'poi . \ � „ p„
° p OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 90'
a ° \
UNDISTURBED EARTH
2,000 LB. MIN. CONCRETE
C
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR TEES
PLAN AND WYES
27 4" MIN.
2 I
2,000 LB. MIN.
CONCRETE
a /
UNDISTURBED
EARTH
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR PLUGS.
SECTION "D —D"
BLOCKING FOR PLUGS AND BENDS
BLOCKING FOR PLUGS AND BENDS
PIPE
SIZE
OUTSIDE FACE AREA (SQ. FT.)
SIZE OF
SIZE OF
OUTSIDE FACE
AREA (SO. FT.)
PLUG
90'
45'
22 1 /2'
1 1 11C
RUN
BRANCH
20"
16
25
14
7
4
20"
OR
„
16
16"
12
12"
7
16"
12
16
9
5
3
10"
6
12"
7
9
5
3
2
8"
5
10"
4
1 7
4
2
1
12„
OR
LESS
12"
7
10"
6
8"
3
5
3
1 2
1
8"
4
6"
2
3
2
1
1
6"
2
4"
2
3
2
1
1
4"
2
WATER MAIN - CONCRETE BLOCKING o1
NOT TO SCALE C .2
HEAVY DUTY LAMPHOLE
CASTING W/ SOLID LID,
NEENAH R -1974 OR EQUAL
CONCRETE COLLAR-
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iDa 1 >P
O
COMPACTED SOIL FILL � \//
#8 COMPACTED STONES
3'— 0" MAX.
6 "(TYP)
/\ //\
///
WYE 45' BEND
NOTE:
MAXIMUM CLEANOUT SPACING TO
BE NO MORE THAN 100 FEET.
CLEANOUT DETAIL o2
NOT TO SCALE C7.2
FINISH FLOOR
4' MIN.
SEE UTILITY
PLAN FOR
INVERTS
FLEXIBLE PIPE
SLEEVE
SET TOP FLUSH WITH
FINISHED GRADE. TO
BE MARKED "WATER"
3 —PIECE ADJUSTABLE
VALVE BOX & SLEEVE o
w
U
W
NOTE: CL
SUPPORT VALVE BOX rn
WITH BRICK OR BLOCK a
ON UNDISTURBED EARTH
WATER MAIN
a
VALVE FLANGED TO FITTINGS —� � CONCRETE THRUST BLOCK
GATE VALVE PER AWWA C500 ON UNDISTURBED EARTH
TO OPEN COUNTER CLOCKWISE
GATE VALVE AND BOX 63
NOT TO SCALE C7.2
12
13
14
15 116
0
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( IN FEET )
1 inch = ft.
(ASSUMED NORTH)
W
REVISION RECORD
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PE10300058 —
•• STATE OF •�
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DATE: 3 1 1 8 1 2005
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DWN BY: J RD
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CHKD _ BY: ACH
SCALE: NITS
DATE: 57711
V
Civil Designs
2415 Directors Row Ste.E
Indianapolis, In 46241
317 - 244 -1968
FAX- 244 -1969
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PROJECT NUMBER
05 -110
DESIGN PHASE
CONSTRUCTION
PLAN NUMBER
C7m2
SHEET OF